Water retention in soils as a function of suction is important in many disciplines, including engineering when assessing soil strength in infrastructure, and land management, agriculture and eco-hydrology. Water retention is described mathematically using a soil-water characteristic curve (SWCC), and many equations have been proposed which link degree of saturation, suction and voids ratio. They are empirical and phenomenological in origin, rarely incorporate both the particle size distribution and a description of pore geometry, and may not be valid for a soil in which pore surface area must remain constant and equal to particle surface area. Here, focusing on fractal soils, by setting particle and pore surface areas equal and constant, analytical derivations are presented linking all parameters defining SWCCs to particle and pore geometry information, size distributions, shapes, volumes and surface areas. Descriptions of how pore shapes and volumes depend on voids ratio are incorporated. The derivations show two key parameters, the air entry value and air expulsion value, are linked to the voids ratio in power laws, giving theoretical justification to what is observed in experiments. The power exponent is the fractal dimension of the particle size distribution. The voids ratio dependent SWCCs provide very good fits to data for six soils. This discovery means that a SWCC for a single voids ratio can be made applicable to any other voids ratio using just the particle size distribution. It is anticipated that extending these ideas to non-fractal soils may involve replacing the fractal size distributions with size distributions of other mathematical forms to capture size, shape, volume and surface area dependencies.
Article navigation
April 2014
Research Article|
April 01 2014
How water retention in fractal soils depends on particle and pore sizes, shapes, volumes and surface areas
A.R. RUSSELL
A.R. RUSSELL
*
* Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW, Australia.
Search for other works by this author on:
* Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW, Australia.
Publisher: Emerald Publishing
Received:
September 26 2013
Accepted:
March 10 2014
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2014 Thomas Telford Ltd
2014
Geotechnique (2014) 64 (5): 379–390.
Article history
Received:
September 26 2013
Accepted:
March 10 2014
Citation
RUSSELL A (2014), "How water retention in fractal soils depends on particle and pore sizes, shapes, volumes and surface areas". Geotechnique, Vol. 64 No. 5 pp. 379–390, doi: https://doi.org/10.1680/geot.13.P.165
Download citation file:
New and popular articles
Suggested Reading
Fractal-based estimation of hydraulic conductivity from soil–water characteristic curves considering hysteresis
Geotechnique Letters (January,2014)
A fractal basis for soil-water characteristics curves with hydraulic hysteresis
Geotechnique (March,2012)
A fractal model for volume change dependency of the water retention curve
Geotechnique (February,2015)
Mechanical properties of biopolymer-stabilised soil-based construction materials
Geotechnique Letters (November,2017)
Influence of biochar addition on gas permeability in unsaturated soil
Geotechnique Letters (March,2019)
Related Chapters
Quantum Storytelling Consulting, Ensemble Leadership Theory, and World Ecology
The Emerald Handbook of Quantum Storytelling Consulting
Sociomateriality: The Emergence of a New Fractal of Entangled Engagements
The Emerald Handbook of Management and Organization Inquiry
A constitutive model for partially saturated soils
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
